Effect of Fluctuation in Fiber Orientation on the Young’s Modulus of Green Composites

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Abstract:

This paper describes an effect of fluctuation in fiber orientation on Young’s modulus of the so-called green composites. The composites were reinforced with slivers of high-strength natural fibers extracted from plants named curaua. Then a surface optical micrograph of the composites with the fiber fluctuation was obtained. The micrograph was divided into many fine segments, and the fiber orientation angle in each segment was measured. Then, a new concept which takes account of the fiber orientation angles as a probability distribution, was proposed for prediction of the Young’s modulus. The results showed that the predicted Young’s moduli were in a good agreement with the experimental results.

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Periodical:

Advanced Materials Research (Volumes 79-82)

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2163-2166

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August 2009

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© 2009 Trans Tech Publications Ltd. All Rights Reserved

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[1] Wambua P., Ivens J. and Verpoest I., Natural fibres: can they replace glass fibre reinforced plastics?, Compos Sci Technol, 63, 1259-64 (2003).

DOI: 10.1016/s0266-3538(03)00096-4

Google Scholar

[2] Ochi S., Takagi H. and Tanaka H., Mechanical properties of cross-ply green composites reinforced by manila hemp fibers. In: Proceedings of first international workshop on green composites, Tokushima, Japan (2002).

DOI: 10.1299/jsmezairiki.2002.0_345

Google Scholar

[3] Gomes A., Matsuo T., Goda K. and Ohgi J., Development and effect of alkali treatment on tensile properties of curaua fiber green composites, Composites: Part A, 38, 1811-1820 (2007).

DOI: 10.1016/j.compositesa.2007.04.010

Google Scholar

[4] Hsiao H.M. and Daniel I,M., Effect of fiber waviness on stiffness and strength reduction of unidirectional composites under compressive loading, Compos Sci and Technol, 56, pp.581-593 (1996). ( )∫ ∑= = ifEdfEE θ θ θθ (2).

DOI: 10.1016/0266-3538(96)00045-0

Google Scholar

10 20 30.

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[10] [20] [30] θ, o Young's modulus, GPa Experiment Eq. (1) Eq. (2) (a) Case of G12=1. 78GPa.

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10 20 30.

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[10] [20] [30] θ, o Young's modulus, GPa Experiment Eq. (1) Eq. (2) (b) Case of G12= 2. 85GPa Fig. 2. Relation between averaged Young's moduli E and average angles.

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